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2020-14762 G-LDEV-011589-2020 (Plans)RIGHT OF WAY NOTE r.Tm�ly.l OWNER IS TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBILITY OF THE OWNER TO KNOW WHERE HIS/HER PROPERTY LINE IS. DRAINAGE NOTE NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. UTILITY NOTE ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. GENERAL NOTES 1. ALL WORK SHALL BE DONE IN ACCORDANCE WITH THESE PLANS, THE STANDARD SPECIFICATIONS FOR PUBLIC WORKS CONSTRUCTION, THE DESIGN CONSTRUCTION STANDARDS OF THE CITY OF ENCINITAS AND THE SAN DIEGO AREA REGIONAL STANDARD DRAWINGS. ANY CHANGES OR REVISIONS THEREFROM SHALL BE APPROVED BY THE CITY ENGINEER PRIOR TO ANY REQUEST FOR INSPECTION. 2. THE SOILS REPORT TITLED 'GEOTECHNICAL INVESTIGATION PROPOSED RESIDENTIAL REDEVELOPMENT 305 PRINCEHOUSE LANE ENCINITAS, CALIFORNIA" PREPARED BY VINJE & MIDDLETON ENGINEERING, INC. DATED OCTOBER 5, 2018. ALL GRADING SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS AND SPECIFICATIONS CONTAINED IN SAID REPORT. 3. SEPARATE APPROVALS AND PERMITS FOR ANY CONSTRUCTION WITHIN PUBLIC RIGHT -OF WAY OR EASEMENTS SHALL BE REQUIRED IN CONJUNCTION WITH IMPROVEMENT PLANS. Cl�;laiili►�I�i:�Li�X9t�1►'IMFyCGli�:1��1:�r�1►Ii�1��1:L1►�i'l�1iXYwi��1:T_U�1►�I 5. CONTRACTOR SHALL TAKE ANY NECESSARY PRECAUTIONS REQUIRED TO PROTECT ADJACENT PROPERTIES DURING GRADING OPERATIONS. ANYTHING DAMAGED OR DESTROYED SHALL BE REPLACED OR REPAIRED TO CONDITION EXISTING PRIOR TO GRADING. 6. THE DEVELOPER SHALL BE RESPONSIBLE THAT ANY MONUMENT OR BENCH MARK WHICH IS DISTURBED OR DESTROYED SHALL BE RE-ESTABLISHED AND REPLACED BY A REGISTERED CIVIL ENGINEER OR A LICENSED LAND SURVEYOR. 7. THE CONTRACTOR SHALL DESIGN, CONSTRUCT AND MAINTAIN ALL SAFETY DEVICES, INCLUDING SHORING, AND SHALL BE RESPONSIBLE FOR CONFORMING TO ALL LOCAL, STATE AND FEDERAL SAFETY AND HEALTH STANDARDS, LAWS AND REGULATIONS. B. GRADING AND EQUIPMENT OPERATING WITHIN ONE-HALF (112) MILE OF A STRUCTURE FOR HUMAN OCCUPANCY SHALL NOT BE CONDUCTED BETWEEN THE HOURS OF 5:30 P.M. AND 7.30 A.M. NOR ON SATURDAYS, SUNDAYS AND CITY RECOGNIZED HOLIDAYS. 9. NO GRADING OPERATIONS SHALL COMMENCE UNTIL A PRE -CONSTRUCTION MEETING HAS BEEN HELD ONSITE WITH THE FOLLOWING PEOPLE PRESENT: CITY INSPECTOR, CIVIL ENGINEER, SOILS ENGINEER, GRADING CONTRACTOR AND PERMITTEE. THE PRE -CONSTRUCTION MEETING SHALL BE SCHEDULED WITH THE CITY AT LEAST 48 HOURS IN ADVANCE BY CALLING (760) 633-2770. 10. PRIOR TO HAULING DIRT OR CONSTRUCTION MATERIALS TO ANY PROPOSED CONSTRUCTION SITE WITHIN THIS PROJECT THE DEVELOPER SHALL SUBMIT TO AND RECEIVE APPROVAL FROM THE CITY ENGINEER FOR THE PROPOSED HAUL ROUTE. THE DEVELOPER SHALL COMPLY WITH ALL CONDITIONS AND REQUIREMENTS THE CITY ENGINEER MAY IMPOSE WITH REGARDS TO THE HAULING OPERATION. 11. UPON FINAL COMPLETION OF THE WORK UNDER THE GRADING PERMIT, BUT PRIOR TO FINAL GRADING APPROVAL AND/OR FINAL RELEASE OF SECURITY, AN 'AS GRADED CERTIFICATION" SHALL BE PROVIDED STATING. "THE GRADING UNDER PERMIT NO. 14762-G HAS BEEN PERFORMED IN SUBSTANTIAL CONFORMANCE WITH THE APPROVED GRADING PLAN OR AS SHOWN ON THE ATTACHED AS -GRADED PLAN". THIS STATEMENT SHALL BE FOLLOWED BY THE DATE AND SIGNATURE OF THE CIVIL ENGINEER WHO CERTIFIES SUCH GRADING OPERATION. 12. ALL GRADING SHALL BE INSPECTED AND TESTED BY A QUALIFIED SOILS ENGINEER OR UNDER HIS DIRECTION HE SHALL INSPECT AND TEST THE EXCAVATION PLACEMENT AND COMPACTION OF FILLS AND BACKFILLS AND COMPACTION OF TRENCHES. HE SHALL SUBMIT SOILS REPORTS AS REQUIRED AND WILL DETERMINE THE SUITABILITY OF ANY FILL MATERIAL. UPON COMPLETION OF GRADING OPERATIONS HE SHALL STATE THAT OBSERVATIONS AND TESTS WERE MADE BY HIM OR UNDER HIS SUPERVISION AND THAT IN HIS OPINION, ALL EMBANKMENTS AND EXCAVATIONS ARE ACCEPTABLE FOR THEIR INTENDED USE. 13. THE CONTRACTOR SHALL PROPERLY GRADE ALL EXCAVATED SURFACES TO PROVIDE POSITIVE DRAINAGE AND PREVENT PONDING OF WATER. HE SHALL CONTROL SURFACE WATER AND AVOID DAMAGE TO ADJOINING PROPERTIES OR FINISHED WORK ON THE SITE AND SHALL TAKE REMEDIAL MEASURE TO PREVENT EROSION OF FRESHLY GRADED AREAS UNTIL SUCH TIME AS PERMANENT DRAINAGE AND EROSION CONTROL MEASURES HAVE BEEN INSTALLED. 14. ALL AREAS TO BE FILLED SHALL BE PREPARED TO BE FILLED AND FILL SHALL BE PLACED IN ACCORDANCE WITH STANDARD SPECIFICATION. ALL VEGETABLE MATTER AND OBJECTIONABLE MATERIAL SHALL BE REMOVED BY THE CONTRACTOR FROM THE SURFACE UPON WHICH THE FILL IS TO BE PLACED. LOOSE FILL AND ALLUVIAL SOILS SHALL BE REMOVED TO SUITABLE FIRM NATURAL GROUND. THE EXPOSED SOILS SHALL BE SCARIFIED TO A DEPTH OF 12 INCHES AND THEN COMPACTED TO A MINIMUM OF 90 PERCENT. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO PLACE, SPREAD, WATER AND COMPACT THE FILL IN STRICT ACCORDANCE WITH SPECIFICATIONS. 15. CUT AND FILL SLOPES SHALL BE CUT AND TRIMMED TO FINISH GRADE TO PRODUCE SMOOTH SURFACE AND UNIFORM CROSS SECTION. THE SLOPES OR EXCAVATION AND EMBANKMENTS SHALL BE SHAPED, PLANTED, AND TRIMMED AS DIRECTED BY THE ENGINEER OF WORK AND LEFT IN A NEAT AND ORDERLY CONDITION. ALL STONES, ROOTS AND OTHER WASTE MATTER EXPOSED OR EXCAVATION OR EMBANKMENT SLOPES WHICH ARE LIABLE TO BECOME LOOSENED SHALL BE REMOVED AND DISPOSED OF. THE TOE AND TOP OF ALL SLOPES SHALL BE ROUNDED IN ACCORDANCE WITH THE GRADING ORDINANCE. 16. ALL TREES, BRUSH, GRASS, AND OTHER OBJECTIONABLE MATERIAL SHALL BE COLLECTED, PILED OR OTHERWISE DISPOSED OF OFF THE SITE BY THE CONTRACTOR SO AS TO LEAVE THE AREAS THAT HAVE BEEN CLEARED WITH A NEAT AND FINISHED APPEARANCE FREE FROM UNSIGHTLY DEBRIS. APPROVAL OF LOCATION OF DEBRIS FILL SHALL BE SECURED FROM THE SOILS ENGINEER AND CITY ENGINEER PRIOR TO THE DISPOSAL OF ANY SUCH MATERIAL. 17. THE REMOVAL OF ANY AND ALL CITY TREES SHALL BE CONSISTENT WITH THE CITY S URBAN FOREST MANAGEMENT PROGRAM. TREES LOCATED WITHIN CITY STREET RIGHT-OF-WAY, ON CITY PROPERTY, OR WITHIN CITY EASEMENTS ARE REFERRED TO AS CITY TREES AND SHALL BE PROTECTED IN PLACE DURING CONSTRUCTION UNLESS SPECIFICALLY APPROVED OTHERWISE. ND GRADING EXCAVATION, OR DISTURBANCE OF CITY TREE ROOT SYSTEMS SHALL OCCUR WITHIN THE CITY TREE DRIP LINE AREA THE AREA FROM THE TRUNK OF A TREE TO THE OUTERMOST EDGE OF THE TREE CANOPY PROJECTION ON THE GROUND). IF A CITY TREE IS NOT CLEARLY LABELED TO BE REMOVED, IT MUST BE PROTECTED IN PLACE. EVEN IF APPROVED IMPROVEMENTS ARE IN CONFLICT WITH A CITY TREE, IT MUST NOT BE DISTURBED UNLESS THE PLAN IS REVISED TO ADDRESS THE TREE REMOVAL. 18. IF ANY ARCHAEOLOGICAL, HISTORICAL, OR PALEONTOGICAL RESOURCES ARE INADVERTENTLY DISCOVERED GRADING ACTIVITY, THE PROJECT CONTRACTOR SHALL DIVERT, DIRECT OR TEMPORARILY HALT GROUND -DISTURBING ACTIVITIES IN THE AREA OF DISCOVERY TO ALLOW EVALUATION OF THE SIGNIFICANCE OF SUCH RESOURCES. THE PROJECT APPLICANT SHALL IMMEDIATELY NOTIFY DEVELOPMENT SERVICES DEPARTMENT STAFF OF SUCH FINDING AT THE TIME OF DISCOVERY. THE SIGNIFICANCE OF THE DISCOVERED RESOURCE(S) SHALL BE DETERMINED BY A QUALIFIED ARCHAEOLOGIST, HISTORIAN OR PALEOTOLOGIST IN CONSULTATION WITH THE DEVELOPMENT SERVICES DEPARTMENT AND, FOR ARCHEOLOGICAL RESOURCES, THE NATIVE AMERICAN COMMUNITY. THE DEVELOPMENT SERVICES DIRECTOR MUST CONCUR WITH THE EVALUATION PROCEDURES AND ANY NECESSARY DATA RECOVERY SERVICES BEFORE GRADING ACTIVITIES ARE ALLOWED TO RESUME. 19. AS SPECIFIED BY CALIFORNIA HEALTH AND SAFETY CODE SECTION 7050-5 IF HUMAN REMAINS ARE FOUND ON THE PROJECT SITE DURING CONSTRUCTION ACITIVITY, THE PERSON RESPONSIBLE FOR THE EXCAVATION, OR HIS OR HER AUTHORIZED REPRESENTATIVE SHALL IMMEDIATELY NOTIFY THE SAN DIEGO COUNTY CORONERS OFFICE BY TELEPHONE. NO FURTHER EXCAVATION OR DISTURBANCE OF THE DISCOVERY OR ANY NEARBY AREA REASONABLY SUSPECTED TO OVERLIE ADJACENT REMAINS, AS DETERMINED BY A QUALIFIED ARCHAEOLOGIST AND/OR A TRADITIONALLY AND CULTURALLY AFFILIATED (TCA) NATIVE AMERICAN MONITOR, SHALL OCCUR UNTIL THE CORONER HAS MADE THE NECESSARY FINDINGS AS TO ORIGIN AND DISPOSITION PURSUANT TO PUBLIC RESOURCES CODE 5097.98. IF SUCH A DISCOVERY OCCURS, A TEMPORARY CONSTRUCTION EXCLUSION ZONE SHALL BE ESTABLISHED SURROUNDING THE AREA OF THE DISCOVERY SO THAT THE AREA WOULD BE PROTECTED (AS DETERMINED BY THE QUALIFIED ARCHAEOLOGIST AND/OR THE TCA NATIVE AMERICAN MONITOR), AND CONSULTATION AND TREATMENT COULD OCCUR AS PRESCRIBED BY LAW. AS FURTHER DEFINED BY STATE LAW, THE CORONER WOULD DETERMINE WITHIN TWO WORKING DAYS OF BEING NOTIFIED IF THE REMAINS ARE SUBJECT TO HIS OR HER AUTHORITY. IF THE CORONER RECOGNIZES THE REMAINS TO BE NATIVE AMERICAN HE OR SHE SHALL CONTACT THE NATIVE AMERICAN HERITAGE COMMISSION (NAHC) WITHIN 24 HOURS. THE NAHC WOULD MAKE A DETERMINATION AS TO THE MOST LIKELY DESCENDENT. IF NATIVE AMERICAN REMAINS ARE DISCOVERED, THE' REMAINS SHALL BE KEPT IN SITU (IN PLACE), OR IN A SECURE LOCATION IN CLOSE PROXIMITY TO WHERE THEY WERE FOUND, AND THE ANALYSIS OF THE REMAINS SHALL ONLY OCCUR ON -SITE IN THE PRESENCE OF THE TCA NATIVE AMERICAN MONITOR. EROSION CONTROL 1. IN CASE EMERGENCY WORK IS REQUIRED, CONTACT IAN MAHON AT (760) 448-5456, 24 HOURS A DAY. 2. EQUIPMENT AND WORKERS FOR EMERGENCY WORK SHALL BE MADE AVAILABLE AT ALL TIMES DURING THE RAINY SEASON (OCTOBER 1 TO APRIL 15). ALL NECESSARY MATERIALS SHALL BE STOCKPILED ON SITE ON OCTOBER 1 AT CONVENIENT LOCATIONS TO FACILITATE RAPID CONSTRUCTION OF TEMPORARY EROSION CONTROL MEASURES WHEN RAIN IS IMMINENT. 3. DEVICES SHOWN ON PLANS SHALL NOT BE MOVED OR MODIFIED WITHOUT THE APPROVAL OF THE ENGINEERING INSPECTOR. 4. THE CONTRACTOR SHALL RESTORE ALL EROSION CONTROL DEVICES TO WORKING ORDER TO THE SATISFACTION OF THE CITY ENGINEER AFTER EACH RUN-OFF PRODUCING RAINFALL. 5. THE CONTRACTOR SHALL INSTALL ADDITIONAL EROSION CONTROL MEASURES AS MAY BE REQUIRED BY THE CITY ENGINEER DUE TO AN INCOMPLETE GRADING OPERATION OR UNFORESEEN CIRCUMSTANCES WHICH MAY ARISE. 6. THE CONTRACTOR SHALL BE RESPONSIBLE AND SHALL TAKE NECESSARY PRECAUTIONS TO PREVENT PUBLIC TRESPASS ONTO AREAS THAT ARE UNSAFE OR ARE POTENTIALLY UNSAFE. 7. ALL EROSION CONTROL MEASURES PROVIDED PER THE APPROVED GRADING PLAN SHALL BE INCORPORATED HEREON. 8. GRADED AREAS AROUND THE PROJECT PERIMETER MUST DRAIN AWAY FROM THE FACE OF SLOPE AT THE CONCLUSION OF EACH WORK DAY. 9. ALL REMOVABLE PROTECTIVE DEVICES SHOWN SHALL BE IN PLACE AT THE END OF EACH WORKING DAY WHEN THE FIVE (5) DAY RAIN PROBABILITY FORECAST EXCEEDS FORTY PERCENT (40%). SILT AND OTHER DEBRIS SHALL BE REMOVED AFTER EACH RAINFALL. STORMWATER POLLUTION CONTROL POST CONSTRUCTION BMP/IMP NOTES 1. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL IMPERVIOUS SURFACES INCLUDING ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. 2. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 3. ALL IMPERVIOUS AREAS WITHIN THE SITE SHALL DRAIN TO APPROVED BMP IMP FACILITIES AND/OR TO TURF OR LANDSCAPED AREAS WITH ADEQUATE GROUNDCOVER PRIOR TO DISCHARGE FROM THE SITE. ALL IMPERVIOUS AREAS MUST SLOPE TOWARD THE APPROVED BMP/IMP FACILITY AND/OR THE TURF/LANDSCAPED AREAS. 4. NO DRAINS SHALL BE INSTALLED IN HARDSCAPE, DRIVEWAYS, OR ANY OTHER IMPERVIOUS AREA UNLESS THE FLOW FROM THE DRAIN DISCHARGES TO AN ADEQUATE IMP BMP. 5. DRIVEWAYS SHALL HAVE A MINIMUM 2% CROSS SLOPE TOWARD THE IMP/BMP AREA OR HAVE ANOTHER APPROVED DRAINAGE SYSTEM THAT IS DESIGNED TO COLLECT RUNOFF AND DISCHARGE IT TO AN ADEQUATE IMP/BMP. 6. ALL STORMWATER IMP/BMP FACILITIES SHOWN HEREON SHALL NOT BE MODIFIED OR ALTERED WITHOUT A PERMIT FROM THE CITY. 7. THE INSTALLATION OF ADDITIONAL IMPERVIOUS SURFACES NOT SHOWN ON THIS PLAN MAY REQUIRE THAT THIS PLAN BE REVISED OR THAT A SEPARATE ENGINEERING PERMIT BE OBTAINED. B. ALL EXISTING AND PROPOSED TRASH ENCLOSURES SHALL BE FITTED TO COMPLY WITH STORM WATER BEST MANAGEMENT PRACTICE REQUIREMENTS. THE TRASH ENCLOSURES SHALL HAVE AN IMPERVIOUS, NON-COMBUSTIBLE ROOF THAT WILL NOT ALLOW RAIN WATER TO ENTER THE ENCLOSURE. THE ENCLOSURE SHALL BE LOCKABLE AND LOCKED WHEN NOT IN USE. A BERM SHALL BE INSTALLED AT ALL OPENINGS TO HOLD IN ANY LIQUIDS THAT ESCAPE FROM THE DUMPSTER AND TO PREVENT ANY FLOW OF STORM WATER THROUGH THE TRASH ENCLOSURE AREA. THE BERM CAN BE CONSTRUCTED WIDE AND FLAT TO ALLOW ROLLING OF THE DUMPSTER IN AND OUT. THE ENCLOSURE SHALL BE SELF CONTAINED OR MAY HAVE A DRAIN THAT DISCHARGES THROUGH AN ADEQUATELY SIZED OIL/ GREASE SEPARATOR AND IS THEN FILTERED THROUGH A CITY -APPROVED HYDROCARBON FILTER AND DISCHARGED INTO THE PUBLIC SANITARY SEWER SYSTEM, NOT TO PLANTERS OR THE STORM DRAIN SYSTEM. A SEPARATE BUILDING PERMIT MAY BE REQUIRED FOR THIS STRUCTURE. NOTIFICATIONS 1. THE EXISTENCE AND LOCATION OF UNDERGROUND UTILITY PIPES AND STRUCTURES SHOWN ON THESE PLANS WERE OBTAINED BY A SEARCH OF AVAILABLE RECORDS. TO THE BEST OF OUR KNOWLEDGE THERE ARE NO EXISTING UTILITIES EXCEPT AS SHOWN ON THESE PLANS, HOWEVER: THE CONTRACTOR IS REQUIRED TO TAKE DUE PRECAUTIONARY MEASURES TO PROTECT ANY EXISTING UTILITIES OR STRUCTURES LOCATED AT THE WORK SITE. IT IS THE CONTRACTOR'S RESPONSIBILITY TO CONTACT THE FOLLOWING OWNERS OF SAID UTILITIES OR STRUCTURES PRIOR TO ANY EXCAVATION, FOR VERIFICATION AND LOCATION OF UTILITIES AND NOTIFICATION OF COMMENCEMENT OF WORK. - A. SEWERS - DEH - (858) 505-6700 B. GAS & ELECTRIC - SDGE - (760)-438-6200 C. WATER - SAN DIEGUITO WATER DISTRCIT 1-800-227-2600 D. TELEPHONE - SBC BELL - (760)-489-3411 E. CABLE TV - COX COMMUNICATIONS-(760)-806-9809 X-2233 2. CONTRACTOR SHALL NOTIFY THE CITY ENGINEER'S OFFICE 48 HOURS PRIOR TO BEGINNING ANY WORK ON THIS PROJECT. PHONE (760)-633-2770. 3. THE CONTRACTOR SHALL GIVE 24 HOURS NOTICE ON CALLS FOR INSPECTION. PHONE: (760)633-2770. ALL WORK PERFORMED WITHOUT BENEFIT OF INSPECTION WILL BE SUBJECT TO REJECTION AND REMOVAL. FIRE NOTES: 1. ALL ROADWAYS SHALL BE A MINIMUM OF 24 FEET IN WIDTH DURING CONSTRUCTION AND MAINTAINED FREE AND CLEAR INCLUDING THE PARKING OF VEHICLES IN ACCORDANCE WITH THE CALIFORNIA FIRE AND THE ENCINITAS FIRE DEPARTMENT. 2. ALL FIRE DEPARTMENT CONNECTIONS SHALL BE MOUNTED AT THE FOLLOWING HEIGHT(S): 36 TO 42 INCHES ABOVE FINISHED GRADE, TO THE TOP OF THE CONNECTION. A. IF AN FDC IS INSTALLED SEPARATE FROM THE BACKFLOW/DOUBLE DETECTOR CHECK, IT SHALL BE LOCATED A MINIMUM OF 5 FEET FROM THE BACKFLOW/DDC VALVE. B. WHEN AN FDC IS ATTACHED TO THE BACKFLOW/DDC, THE FDC MOUNTING HEIGHT SHALL STILL BE 36 TO 42 INCHES MAX ABOVE FINISHED GRADE. C. IF THE BACKFLOW/DDC IS INSTALLED WITHOUT AN VDC, BOTH OS&Y VALVE HANDLES SHALL BE MOUNTED 36 TO 42 INCHES ABOVE FINISHED GRADE. D. BUSHES, TREES, AND SIMILAR FOLIAGE SHALL NOT BE LOCATED WITHIN A RADIUS OF 5 FEET OF THE FDC OR BACKFLOW/DDC VALVE ASSEMBLY. GROUND COVER LANDSCAPE IS ACCEPTABLE. E. TOP OF STEM FOR BACKFLOW/DDC SHALL NOT EXCEED 48 INCHES IN HEIGHT. 3. PRIOR TO THE DELIVERY OF COMBUSTIBLE BUILDING CONSTRUCTION MATERIALS TO THE PROJECT SITE ALL OF THE FOLLOWING CONDITIONS SHALL BE COMPLETED TD THE SATISFACTION OF THE FIRE DEPARTMENT. - A. ALL WET AND DRY UTILITIES SHALL BE INSTALLED AND APPROVED BY THE APPROPRIATE INSPECTING DEPARTMENT OR AGENCY, B. AS A MINIMUM THE FIRST LIFT OF ASPHALT PAVING SHALL BE IN PLACE TO PROVIDE A PERMANENT ALL-WEATHER SURFACE FOR EMERGENCY VEHICLES: AND C. ALL FIRE HYDRANTS SHALL BE INSTALLED, IN SERVE AND ACCEPTED BY THE FIRE DEPARTMENT AND APPLICABLE WATER DISTRICT. EARTHWORK DATA STEEPEST EXISTING NATURAL SLOPE ON -SITE = 1:1 MAXIMUM VERTICAL DEPTH OF CUT = 6.4' MAXIMUM VERTICAL DEPTH OF FILL = 16.0' CUT = 256. 0 C.Y. FILL = 3.1 00 C.Y. IMPORT= 600 C.Y. REMEDIAL = 1,450 C.Y. STORMWATER POLLUTION CONTROL BMP NOTES RELATIVE TO CONSTRUCTION ACTIVITIES CONCRETE WASHOUT CONTRACTOR SHALL ESTABLISH AND USE AN ADEQUATELY SIZED CONCRETE WASHOUT AREA TO CONTAIN WASHOUT WASTES ON SITE. IT IS ILLEGAL TO WASH CONCRETE, SLURRY, MORTAR, STUCCO, PLASTER AND THE LIKE INTO THE STORMWATER CONVEYANCE SYSTEM OR ANY RECEIVING WATER. CONTRACTOR SHALL POST A SIGN DESIGNATING THE WASHOUT LOCATION. CONSTRUCTION STTF ACCFSS A STABILIZED CONSTRUCTION SITE ACCESS SHALL BE PROVIDED FOR VEHICLES EGRESS AND INGRESS TO PREVENT TRACKING DIRT OFF SITE. THIS SHALL INCLUDE USING MATERIAL SUCH AS 3" CRUSHED ROCK AND/OR CORRUGATED STEEL PANELS/PLATES. CONSTRUCTION VEHICLES A SPECIFIC AREA AWAY FROM GUTTERS AND STORM DRAIN SHALL BE DESIGNATED FOR CONSTRUCTION VEHICLES PARKING, VEHICLE REFUELING, AND ROUTINE EQUIPMENT MAINTENANCE. ALL MAJOR REPAIRS SHALL BE MADE OFF -SITE. EROSION CONTROL EROSION CONTROL MUST BE PROVIDED FOR ALL EROSIVE SURFACES. SLOPED SURFACES ESPECIALLY SHALL BE PROTECTED AGAINST EROSION BY INSTALLING EROSION RESISTANT SURFACES SUCH AS EROSION CONTROL MATS, ADEQUATE GROUND COVER VEGETATION, AND BONDED FIBER MATRIX. ��Ii1�irLPl iitil �LI ��Ze1e�l�i�►�IeLTiiiPiiil��le��l�i),^I��1�I►ICii►�1e7.^I�1;'I�i1.9�:i DIVERSION DIKES SHALL BE CONSTRUCTED TO CHANNEL RUNOFF AROUND THE CONSTRUCTION SITE. CONTRACTOR SHALL PROTECT CHANNELS AGAINST EROSION USING PERMANENT AND TEMPORARY EROSION CONTROL MEASURES. REMOVE EXISTING VEGETATION ONLY WHEN ABSOLUTELY NECESSARY. LARGE PROJECTS SHALL BE CONDUCTED IN PHASES TO AVOID UNNECESSARY REMOVAL OF THE NATURAL GROUND COVER. DO NOT REMOVE TREES OR SHRUBS UNNECESSARILY, THEY HELP DECREASE EROSION. TEMPORARY VEGETATION MUST BE PLANTED ON SLOPES OR WHERE CONSTRUCTION IS NOT IMMEDIATELY PLANNED FOR EROSION CONTROL PURPOSES. EROSION SHALL BE PREVENTED BY PLANTING FAST- GROWING ANNUAL AND PERENNIAL GRASSES TO SHIELD AND BIND THE SOIL. PLANT PERMANENT VEGETATION AS SOON AS POSSIBLE, ONCE EXCAVATION AND GRADING ACTIVITIES ARE COMPLETE. L^Li7�ei►.GYTe1��i1:1�II��TiliP►itl�l�y:L1�:1��ii►�iiuiTa��a �i1►�Q.�ii�K�1►���tall�it�1►�IuGii�a�1��I�1:L[ela STORED MATERIALS SHALL BE CONTAINED IN A SECURE PLACE TO PREVENT SEEPAGE AND SPILLAGE. CONTRACTOR SHALL STORE THESE PRODUCTS WHERE THEY WILL STAY DRY OUT OF THE RAIN. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT FOR ALL FUEL STORED ON -SITE. ELIMINATE OR REDUCE POLLUTION OF STORMWATER FROM STOCKPILES KEPT ON -SITE. STOCKPILES MAY INCLUDE SOIL, PARING MATERIALS, ASPHALT CONCRETE, AGGREGATE BASE, ETC. STOCKPILES SHALL BE LOCATED AWAY FROM CONCENTRATED STORMWATER FLOWS AND STORM DRAIN INLETS. STOCKPILES SHALL BE COVERED OR PROTECTED WITH SOIL STABILIZATION MEASURES AND PROVIDED WITH A TEMPORARY SEDIMENT BARRIER AROUND THE PERIMETER AT ALL TIMES. TRAINING CONTPA-CTORS' EMPLOYEES WHO PERFORM CONSTRUCTION IN THE CITY OF ENCINITAS SHALL BE TRAINED TO BE FAMILIAR WITH THE CITY OF ENCINITAS STORMWATER POLLUTION CONTROL REQUIREMENTS. THESE BMP NOTES SHALL BE AVAILABLE TO EVERYONE WORKING ON SITE. THE PROPERTY OWNER(S) AND THE PRIME CONTRACTOR MUST INFORM SUBCONTRACTORS ABOUT STORMWATER REQUIREMENTS AND THEIR OWN RESPONSIBILITIES. WASTE MANAGEMENT CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY DISPOSING OF ALL WASTE AND UNUSED CONSTRUCTION MATERIALS. DUMPING OF UNUSED OR WASTE PRODUCTS ON THE GROUND, WHERE WATER CAN CARRY THEM INTO THE CONVEYANCE SYSTEM IS STRICTLY PROHIBITED. NO SEEPAGE FROM ANY DUMPSTER SHALL BE DISCHARGED INTO STORMWATER. BERMS/DIKES SHALL BE PLACED AROUND ALL DUMPSTERS TO DIVERT THE NATURAL STORM RUNOFF. DUMPSITES SHALL BE CHECKED FREQUENTLY FOR LEAKS. DUMPSTER LIDS SHALL REMAIN CLOSED AT ALL TIMES. DUMPSTERS WITHOUT LIDS SHALL BE PLACED WITHIN STRUCTURES WITH IMPERVIOUS ROOFING OR COVERED WITH TARPS IN ORDER TO AVOID RAIN CONTACT WITH ANY TRASH MATERIAL. MANY CONSTRUCTION MATERIALS, INCLUDING SOLVENTS, WATER -BASED PAINTS, VEHICLE FLUIDS, BROKEN ASPHALT AND CONCRETE, WOOD, AND CLEARED VEGETATION CAN BE RECYCLED. NON -RECYCLABLE MATERIALS MUST BE TAKEN TO AN APPROPRIATE LANDFILL OR DISPOSED OF AS HAZARDOUS WASTE. FOR INFORMATION ON DISPOSAL OF HAZARDOUS MATERIAL, CALL THE HAZARDOUS WASTE HOTLINE TOLL FREE AT (800) 714-1195. FOR INFORMATION ON LANDFILLS AND TO ORDER DUMPSTERS CALL EDCO AT (760) 436-4151. POLLUTANTS SHALL BE KEPT OFF EXPOSED SURFACES. PLACE TRASH CANS AND RECYCLING RECEPTACLES AROUND THE SITE. PORTABLE TOILETS MUST BE IN GOOD WORKING ORDER AND CHECKED FREQUENTLY FOR LEAKS. CONTRACTOR SHALL PROVIDE SECONDARY CONTAINMENT AND LOCATE PORTABLE TOILETS AWAY FROM STORMORAIN INLETS ON PERVIOUS SURFACES. ALL CONSTRUCTION DEBRIS SHALL BE KEPT AWAY FROM THE STREET, GUTTER, AND STORMORAIN. CONTRACTOR MUST ROUTINELY CHECK AND CLEAN UP MATERIAL THAT MAY HAVE TRAVELED AWAY FROM CONSTRUCTION SITE FOR MORE INFORMATION ON STORMWATER POLLUTION CONTROL MEASURES AND REQUIREMENTS PLEASE CONTACT THE ENGINEERING DEPARTMENT, CITY OF ENCINITAS AT (760) 633-2770. OWNER'S STATEMENT FOR SWPPP PROJECTS DEVELOPMENT OF THIS PROJECT SHALL COMPLY WITH ALL THE REQUIREMENTS OF THE MOST RECENT STATE WATER RESOURCES CONTROL BOARD (SWRCB) ORDER, WASTE WATER DISCHARGE REQUIREMENTS FOR DISCHARGES OF STORMWATER RUNOFF ASSOCIATED WITH CONSTRUCTION ACTIVITY. IN ACCORDANCE WITH SAID PERMIT, A STORMWATER POLLUTION PREVENTION PLAN (SWPPP) AND A MONITORING PROGRAM PLAN SHALL BE DEVELOPED AND IMPLEMENTED CONCURRENT WITH THE COMMENCEMENT OF GRADING ACTIVITIES, AND A COMPLETE AND ACCURATE NOTICE OF INTENT (NOT) SHALL BE FILED WITH THE SWRCB. A COPY OF THIS PROJECT SWPPP SHALL BE FILED WITH THE CITY OF ENCINITAS: FURTHER, A COPY OF THE COMPLETED NOI FROM THE SWRCB SHOWING THE PERMIT NUMBER FOR THIS PROJECT SHALL BE FILED WITH THE CITY OF ENCINITAS WHEN RECEIVED. IN ADDITION, THE UNDERSIGNED AND SUBSEQUENT OWNER(S) OF ANY PORTION OF THE PROPERTY COVERED BY THIS GRADING PLAN NO. 14762-G AND BY SWRCB NO. R9-2009-0001 AND ANY SUBSEQUENT AMENDMENTS THERETO SHALL COMPLY WITH THE SPECIAL PROVISION AS SET FORTH IN SECTION C.7 OF SWRCB NO. R9-2009-0001. WDID # 9 37C391266 d SIGNATURE: DATE 8/28/20 JESSICA PRIETTO v� SIGNATURE DATE 8/28/20 IAN MAHON IAN MAHON & JESSICA PRIETTO 1230 KEYSTONE WAY VISTA CA 92081 760-448-5456 DEVELOPER LEVEL 3 CONSTRUCTION 1230 KEYSTONE WAY VISTA CA 920BI 760-448-5456 SITE ADDRESS 309 PRINCEHOUSE LANE ENCINITAS, CA 92024 a (� APN.' 259-130-83-00 REQUEZA ST LEGAL DESCRIPTION REAL PROPERTY IN THE CITY OF ENCINITAS, COUNTY OF SAN DIEGO, STATE OF CALIFORNIA. DESCRIBED AS FOLLOWS' PARCEL 2 OF PARCEL MAP NO. 20996, RECORDED SEPTEMBER OD 2012, IN THE OFFICE OF THE COUNTY RECORDER OF SAID COUNTY. OWNER'S CERTIFICATE VICINITYMAP NOT TO SCALE I (WE) HEREBY CERTIFY THAT A REGISTERED SOILS ENGINEER OR GEOLOGIST HAS BEEN OR WILL BE RETAINED TO SUPERVISE OVER ALL GRADING ACTIVITY AND ADVISE ON THE COMPACTION AND STABILITY OF THE SITE. I (WE) HEREBY AGREE TO INDEMNIFY, DEFEND, AND HOLD CITY AND CITY S OFFICERS, OFFICIALS, EMPLOYEES, AND AGENTS HARMLESS FROM, AND AGAINST ANY AND ALL LIABILITIES, CLAIMS, DEMANDS, CAUSES OF ACTIONS, LOSSES, DAMAGES AND COSTS, INCLUDING ALL COSTS OF DEFENSE THEREOF, ARISING OUT OF, OR IN ANY MANNER CONNECTED DIRECTLY OR INDIRECTLY WITH ANY ACTS OR OMISSIONS OF OWNER OR OWNER'S AGENTS, EMPLOYEES, CONTRACTORS, SUBCONTRACTORS, OFFICIALS, OFFICERS, OR REPRESENTATIVES FOR ANY AND ALL WORK ORCONSTRUCTION COVERED IN THE PERMIT OR CONNECTED DIRECTLY OR INDIRECTLY TO THE PERMIT OR APPROVED PLANS WITHIN THE PRIVATE PROPERTY OR PUBLIC EASEMENTS. 2028 8 SIGNATURE.Jla7l DATE.' / / JESSICA PRIETTO SIGNATURE: DATE: 8/28/20 IAN MAHON SOILS ENGINEER'S CERTIFICATE I. RALPH VINJE A REGISTERED CIVIL ENGINEER IN THE STATE OF CALIFORNIA, PRINCIPALLY DOING BUSINESS IN THE FIELD OF APPLIED SOIL MECHANICS, HEREBY CERTIFY THAT A SAMPLING AND STUDY OF THE SOIL CONDITIONS PREVALENT WITHIN THIS SITE WAS MADE BY ME OR UNDER MY DIRECTION ON 5/22/18. ONE COMPLETE COPY OF THE SOILS REPORT COMPILED FROM THIS STUDY, WITH MY RECOMMENDATIONS, HAS BEEN SUBMITTED TO THE OFFICE OF THE CITY ENGINEER. FURTHERMORE, I HAVE REVIEWED THESE GRADING PLANS AND CERTIFY THAT THE RECOMMENDATIONS INCLUDED IN THE SOILS REPORT FOR THIS PROJECT HAVE BEEN INCORPORATED IN THE GRADING PLANS AND SPECIFICATIONS. QPOFESSIp\ 5/25/20 CO Gz PAL . I JE DATE �, < RCE 25115 8- c GE NO.: 863 w No. 863 EXP. DATE. 12131121 m Exp. 12/h /2i VINJE & MIDDLETON ENGINEERING, INC. l CH�� 2450 AUTO PARK WAY q� F ESCONDIDO, CA 92029 OF CA\-Z (760) 743-1214 JOB #. 18-212-P STATEMENT OF ENGINEER OF WORK THE UNDERSIGNED ENGINEER AGREES THAT THE WORK PERFORMED BY THE ENGINEER SHALL COMPLY WITH THE GENERALLY ACCEPTED STANDARDS AND PRACTICES OF THE ENGINEER'S TRADE ORPROFESSION. THE ENGINEER FURTHER AGREES THAT THE WORK PERFORMED HEREIN SHALL BE IN ACCORDANCE WITH THE RULES AND REGULATIONS REQUIRED BY THE CITY OF ENCINITAS, TO THE EXTENT THAT THE ENGINEER CONTROLS SUCH PERFORMANCE. THE ENGINEER AGREES THAT ANY PLANCHECK OR REVIEW PERFORMED BY THE CITY OF ENCINITAS IN ITS CAPACITY AS A PUBLIC ENTITY FOR THE PLANS PREPARED BY THE ENGINEER IS NOT A DETERMINATION BY THE CITY OF ENCINITAS OF THE TECHNICAL SUFFICIENCY OR ADEQUACY OF THE PLANS OR DESIGN AND IT THEREFORE DOES NOT RELIEVE THE ENGINEER OF RESPONSIBILITY FOR THE PLANS OR DESIGN OF IMPROVEMENTS BASED THEREON. THE ENGINEER AGREES TO INDEMNIFY AND HOLD HARMLESS THE CITY OF ENCINITAS AND ITS OFFICERS, AGENTS, AND EMPLOYEES FROM PROPERTY DAMAGE OR BODILY INJURY ARISING SOLELY FROM THE NEGLIGENT ACTS, ERRORS, OR OMISSIONS OF THE ENGINEER AND HIS/HER AGENTS OR EMPLOYEES ACTING WITHIN THE COURSE AND SCOPE OF SUCH AGENCY AND EMPLOYMENT AND ARISING OUT OF THE WORK PERFORMED BY THE ENGINEER. SIGNATURE: ' t �"� - DATE: 8131/20 BRIAN ARDOLINO QppFESSIpN PASCO LARET SUITER & ASSOCIATES p "ALL q� 535 N. HIGHWAY 101 SUITE A Q� �Z qq� F SOLANA BEACH, CA 92075 ��, (858)259-8212 RCE EXPIRES.' 12-31-21 w o No. 71651 o m Exp. 12/31/2i� NOTE., THIS PROJECT SHALL COMPLY WITH THE 2019 CALIFORNIA RESIDENTIAL CODE, WHICH ADOPTS THE 2018 IRC, 2018 UMC, 2018 UPC & THE 2017 NEC. SECTION R106.1 CIVI\, 'SITE WDID A 9 37C391268 BMP PROJECT STATUS PRIORITY STORMWATER TREATMENT FACILITIES TO BE MAINTAINED BY HOMEOWNER IN ACCORDANCE WITH 'MAINTENANCE AGREEMENT FOR PRIVATE STORMWATER TREATMENT AND STORMWATER POLLUTION PASCO LARET SUITER CONTROL FACILITIES" & ASSOCIATES RECORDED ON: __________ 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.82121 fx 858.259.48121 pLsaengineering.com AS DOC. # DEPARTMENT OF ENVIRONMENTAL HEALTHI PUBLIC WORKS PLANNING DIVISION PARKS AND RECREATION SAN DIEGUITO WATER DISTRICT ENCINITAS FIRE DEPARTMENT SEE DEH APPROVAL FOR DEH2O18-LOWTS-009559 9/9/2020 IMPERVIOUS AREA AREA DISTURBED: 44,567 SF IMPERVIOUS AREA PRIOR TO CONSTRUCTION: 0 SF IMPERVIOUS AREA AFTER CONSTRUCTION'' 12,980 SF INCREASE IN IMPERVIOUS AREA: 12,980 SF IMPERVIOUS AREA REPLACED: 0 SF SHEET INDEX 1 TITLE SHEET 2 NOTES & DETAILS 3 GRADING PLAN 4 EROSION CONTROL PLAN 5 STRUCTURAL NOTES & DETAILS , 13 (__L 9/14/2020 915 .2� SIGN DATE SIGN DATE Annette Saul 9/14/20 SIGN DATE SIGN 09/15/2020 DATE A� SIGN DATE CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJ I'RG OT: UI IHT RG ' l.i1Cl�RA rsT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. Revise Ret. Wall Sheet 5 IV& n/I6/z0 DESCRIPTION.* STATION 'ENC 31" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED. APPROVED. GRADING PLAN FOR.' LOCATION.' 2.5" BRASS DISK NW CU?, ER OF DR41MGEPUBLIC WORKS BOX aI70o EAST NORTH �r A S ENCINITAS IAN M. ARDOLINO DATE FMB DATE: 8/31/20 S ,�N , IAN MAHON & JESSICA PRIETTO 14762-Gi fioGvwtial Q. ?#J,,.w...r.� RECORD FROM. ROS 18416 R.C.E. NO.: 71651 STEVEN NOWAK EDWARD J. WINMEP LDEV-011589-2020 ELEVATION: 183.00 REVIEKER BRIAN MICHAEL ARDOLINO 12-31-21 APN: 259-130-83 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR EXP.: DATE 9/15/20 DATE �jl/�fl2D PLANNING CASE NO. 18-210 CDP SHEET 1 OF 5 m H U Q 0 u� Cn Ca CCn N 0 worn :U co -=UCC) CiHWO) Q=mm QN c) Cj Co InJIn � Lnc� PLSA 2931F 8/31/2020 NOTES: 1. THE MAINTENANCE OF ALL PROPOSED BMP S WILL BE THE RESPONSIBILITY OF THE OWNERS. THIS WILL INCLUDE ANY POST -CONSTRUCTION BMP AS WELL AS ANY CONSTRUCTION BMP THAT IS DETERMINED TO NEED TO REMAIN PERMANENTLY OR FOR A SPECIFIED PERIOD OF TIME AFTER THE COMPLETION OF ALL CONSTRUCTION OPERATIONS. 2. THE OWNER WILL BE PRESENTED WITH INFORMATION ON SOURCE CONTROL MEASURES, SUCH AS THE PROPER MEANS OF DISPOSING OF POLLUTANTS. DIRECTING WAS WATER INTO LANDSCAPING AREAS RATHER THAN INTO THE STREET GUTTER OR STORM DRAIN, MINIMIZING THE USE OF HOUSEHOLD CLEANERS AND OTHER PRODUCTS WHEN THEY HAVE THE POTENTIAL TO CONTRIBUTE POLLUTANTS INTO STORM WATER, AND SPILL CLEAN UP TECHNIQUES. 3. IN THE EVENT THAT LANDSCAPING MATERIALS ARE REQUIRED TO BE STOCK- PILED, THE STOCKPILES WILL BE LOCATED OUTSIDE OF ANY DRAINAGE COURSE IN ORDER TO REDUCE THE POTENTIAL FOR STORM WATER TO COME IN CONTACT WITH AND SUSPEND THE MATERIALS WITHIN ITS FLOW. IN ADDITION TO THE LOCATION OF THE STOCKPILES, WHEN THE STOCKPILES WILL REMAIN IN PLACE FOR THE COURSE OF MORE THAN 1 DAY, THEN THE STOCKPILE WILL BE ADEQUATELY COVERED SUCH THAT PRECIPITATION WILL NOT BE CAPABLE OF COMING IN CONTACT WITH THE STOCKPILED MATERIAL. 4. THE PROPOSED IRRIGATION SYSTEM WILL HAVE AN AUTOMATED RAIN SHUTOFF DEVICE, WHICH WILL DISCONTINUE IRRIGATION IN THE EVENT OF RAIN AND IF THE SOIL IS SUFFICIENTLY SATURATED. 5. THE PROPOSED IRRIGATION SYSTEM WILL BE ROUTINELY INSPECTED AND MAINTAINED TO ENSURE THAT OVER WATERING IS MINIMIZED, BROKEN OR MALFUNCTIONING SPRINKLER HEADS WILL BE REPLACED AS NEEDED, AND IN THE EVENT THAT ANY IRRIGATION PIPING DEVELOPS CRACKS, LEAKS OR BREAKS REPAIRS WILL BE ARRANGED FOR AND THE IRRIGATION SYSTEM WILL EITHER BE SHUT -DOWN ENTIRELY OR THE PROBLEM AREA WILL BE ISOLATED AND TAKEN OFFLINE, IF POSSIBLE, UNTIL THE PROBLEM IS CORRECTED. 6. FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL ROOF DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. 7. OWNER TO OBTAIN A CONSTRUCTION PERMIT FROM THE ENGINEERING DEPARTMENT AT LEAST 48 HOURS PRIOR TO WORKING IN THE PUBLIC RIGHT OF WAY. FAILURE TO DO SO WILL RESULT IN AN ISSUANCE OF A STOP WORK NOTICE AND DOUBLE PERMIT FEES. IT IS THE RESPONSIBLIBITY OF THE OWNER TO KNOW WHERE THE LOCATION OF THE PROPERTY LINE IS. B. ALL UTILITIES SERVING THIS SITE SHALL BE INSTALLED UNDERGROUND. 9. NO CONCENTRATED DRAINAGE FLOWS ARE PERMITTED OVER ADJACENT PROPERTY LINES. WATER IS TO DRAIN AWAY FROM STRUCTURES FOR A MINIMUM OF 5 FEET AT 2 PERCENT AND BE CONVEYED TO AN APPROVED DRAINAGE FACILITY. 10. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS, PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE.) 11. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (DCIA) SHALL BE ALLOWED. DCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. BMP MEASURES SHALL BE IDENTIFIED ON THE SITE PLAN. MOST COMMON MEASURES ARE DESIGNATED TURF AREAS, WHICH RECEIVE ROOF DRAINS AND RUNOFF FROM IMPERVIOUS AREAS. TURF AND LANDSCAPED AREAS THAT ARE DESIGNED FOR BMP S SHALL BE DELINEATED ON PLANS AND A NOTE PLACED ON PLANS PROHIBITING MODIFICATION OR REMOVAL OF THE BMP LANDSCAPE AREAS WITHOUT A CITY PERMIT. ROOF DRAIN NOTE.FOR STORM WATER POLLUTION CONTROL PURPOSES, ALL RUNOFF FROM ALL DRAINS SHALL DISCHARGE ONTO GRASS AND LANDSCAPE AREAS PRIOR TO COLLECTION AND DISCHARGE ONTO THE STREET AND/OR INTO THE PUBLIC STORM DRAIN SYSTEM. GRASS AND LANDSCAPE AREAS DESIGNATED FOR STORM WATER POLLUTION CONTROL SHALL NOT BE MODIFIED WITHOUT A PERMIT FROM THE CITY. GRADING NOTE.' ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK OR AT THE DISCRETION OF THE CITY FIELD INSPECTOR. A WRITTEN LETTER OF PERMISSSION FROM THE ADJACENT PROPRTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. EXISTING EASEMENTS EASEMENTS PER TITLE REPORT DATED 6/6/18 BY WESTERN RESOURCES TITLE CO. © EASEMENT FOR POLE LINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 1112611929 AS BOOK 1703 PAGE 369 OF DEEDS. �7 EASEMENT FOR POLES, WIRES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 121211931 AS BOOK 49 PAGE 371 OF O.R. ® EASEMENT FOR WATER PIPELINES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 61711937 AS BOOK 660 PAGE 181 OF O.R. �9 EASEMENT FOR PIPELINES, FIXTURES, APPURTENANCES STRUCTURES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 311511956 AS BOOK 6018 PAGE 492 OF O.R. 10 EASEMENT FOR POLES, TOGETHER WITH NECESSARY ANCHORS ON LAND ADJACENT THERETO, WIRES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 41611962 AS INSTRUMENT NO. 59561 OF O.R. 11 EASEMENT FOR WATER PIPELINES AND DISTRIBUTION AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 6/5/1987 AS INSTRUMENT NO. 314213 OF O.R. !2 EASEMENT FOR UNDERGROUND ELECTRIC FACILITIES AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 411511996 AS INSTRUMENT NO. 184464 OF O.R. 13 EASEMENT FOR TELECOMMUNICATIONS EQUIPMENT AND INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 511611996 AS INSTRUMENT NO. 248416 OF O.R. 14 EASEMENT FOR INGRESS, EGRESS FOR PRIVATE ROAD PURPOSES & UTILITIES & INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 81312010 AS INSTRUMENT NO. 391765 OF O.R. 15 EASEMENT FOR INGRESS, EGRESS FOR PRIVATE ROAD PURPOSES & UTILITIES & INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED B1312010 AS INSTRUMENT NO. 391766 OF O.R. 16 EASEMENT FOR INGRESS, EGRESS FOR PRIVATE ROAD PURPOSES & UTILITIES & INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED B1312010 AS INSTRUMENT NO. 391767 OF O.R. i� EASEMENT FOR INGRESS, EGRESS FOR PRIVATE ROAD PURPOSES & UTILITIES & INCIDENTAL PURPOSES IN THE DOCUMENT RECORDED 71212012 AS INSTRUMENT NO. 384475 OF O.R. CHANGE NO. DESCRIPTION APPROVED SAN DIEGUITO WATER DISTRICT NOTES 1. WATER MAINS LATERALS AND APPLFTENANCES SHALL BE CONSTRUCTED ACCORDING TO THE STANDARD SPECIFICATIONS OF THE CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASO. 2. REVIEW OF THIS PLAN BY SAN DIEGUITO WATER DISTRICT DOES NOT CONSTITUTE REPRESENTATION AS TO THE ACCURACY OF, THE LOCATION OF, OR THE EXISTENCE OR NON-EXISTENCE OF, ANY UNDERGROUND UTILITY, PIPE OR STRUCTURE WITHIN THE LIMITS OF THIS PROJECT. 3. ALL EXISTING FACILITIES, WHICH MAY AFFECT FINAL DESIGN, I.E., LINE CROSSING, LINE PARALLELING OR PROPOSED CONNECTION SHALL BE FIELD VERIFIED. ALL EXISTING OR PROPOSED UTILITY CROSSING WITHIN 10 FEET OF PROPOSED WATER MAINS SHALL BE SHOWN ON IMPROVEMENT PLANS. ELECTRICAL AND SEWER TO CROSS UNDER WATER MAINS UNLESS GIVEN WRITTEN PERMISSION BY SAN DIEGUITO WATER DISTRICT. 4. CONTRACTOR AND OWNER ARE RESPONSIBLE TO RELOCATE AND/OR ADJUST TO GRADE ANY EXISTING WATER FACILITY (FIRE HYDRANT, METERS, VALVES, VALVE BOXES, ETC.) WHICH IS AFFECTED BY THEIR PROJECT. ALL AFFECTED WATER FACILITIES MUST MEET CURRENT WATER AGENCIES STANDARDS COMMITTEE (WASC) STANDARDS. IF FACILITIES DO NOT MEET STANDARDS, THEN THEY SHALL BE UPGRADED TO CURRENT STANDARDS AT THE OWNER S EXPENSE. 5. UTILITIES TO MAINTAIN MINIMUM 5-FOOT SEPARATION WHEN PARALLELING WATER SERVICES. 6. MINIMUM HORIZONTAL SEPARATION OF 10-FEET REQUIRED BETWEEN FIRE HYDRANTS AND SAN DIEGO GAS AND ELECTRIC VAULTS. 7. ALL WATER SERVICES TO BE CONSTRUCTED CLEAR OF DRIVEWAYS AND ALL OTHER TRAVELED WAYS. WATER METERS MUST BE IN FRONT OF THE PARCEL THEY ARE SERVING. B. CALIFORNIA STATE LAW ASSEMBLY BILL AB-1953 IS REQUIRING THAT NO -LEAD BRASS BE USED IN THE CONSTRUCTION OR REPAIR OF ALL POTABLE WATER SYSTEM EFFECT JANUARY 1, 2010. IN COMPLIANCE WITH THIS LAW, THE DISTRICT SHALL REQUIRE ALL MATERIALS TO BE NO -LEAD BRASS PARTS. 9. ALL COPPER TUBING USED FOR AIR RELEASES, BLOW OFFS, AND SERVICES SHALL BE PROVIDED WITH CATHODIC PROTECTION IN ACCORDANCE WITH WC-17 OR WC-18. �1, OPEN SPACE 8.1 t GAP/JOINT FILLER* 10' MAX III EASEMENT h APPROX. LINE OF CONCRETE THICK 2% EX. GROUND 6 MIN CRUSHED ROCK T - _ - _ _ - MAX SLOPE OR LARGER III *GAP/JOINT BETWEEN PAVERS SHALL BE A MINIMUM OF 5% 4' OF THE PAVER DIMENSION. A JOINT SHALL BE INSTALLED AT THE OUTER _ L JOINTS TO BE FILLED WITH 3/8"O OF LARGER CRUSHED LROCK OR GRAVEL. SLED -III FF 288.0 RECOMME y PERVIOUS CONCRETE PAVERS 4.8' MAX I NTS SECTION A -A NTS PL APN APPROX. LINE OF 1259-130-26 EX. GROUND__-�-- 2.5' MAX EXPOSED HT PET. WALL PER STRUCTURAL IIIIIIIII-III= SEE DETAIL 1 SHEET 5 III-IIIIII-III J=_� - PERVIOUS CONCRETE III -III BYPASS PER DETAIL THIS SHEET IIIIII II fi APPROX. 0L.12' EASEMENT TO SDG&EiPER BOOOK 1703 PG 359 DISTRICT TO INSTALL 1"'� _ �� �C 11/26/1929 WATER SERVICE & DUAL / PVT/ F A6 W.IENING . . . METER PER WAS WS-09 & l/ / \FEF d HERS WC-17 AT OWNERS EXPENSE EX. FH TO REMA \ N , 20' PVT ROAD &PUBLIC UTILITY EASEMENT / PER DOC 2005-0196785 REC 3/9/2005 15' SAN DIEGUITO WATER \ \ 1„ DISTRICT EASEMENT L III# PER DOC 87-314213 \ 3 \ all REC 6/5/1987 305 EX. 8" PVC WATER - \ ` 30' PVT ROAD PUBLIC LLTIL \p� EASEMENT MAIN PER WO-86-27 , PER DOC 196785 &PER ""\20996 \ \ OFF -SITE WATER METER LOCATION SO PVC SCALE 1 =20' OPEN SPACE EASEMENT FOR STEEP SLOPES APPROX. LINE OF EX. GROUND III I11 111-1 1 hIACO K200 A8VE5LgDRAIN SECTION G-G NTS ORIFICE PLATE.' MIN SQUARE DIMENSIONS 1.0 FT GREATER MIN. 6" THAN PIPE DIA. HOT DIP (TYP) STAINLESS STEEL 1/4" GALVANIZED PLATE AFTER BOLT OR APPROVED EAUAL HOLES HAVE BEEN DRILLED INFLOW PIPE (4" o PERF. PVC TYP.) iv a LOW -FLOW ORIFICE (SIZE PER PLAN) NOTE ORIFICE ANE FLANGETy 3/8" DIA. CONNECTION TO CONCRETE �- HOLE (TYP.) SHALL BE FILLED WITH 30 DUROMETER NEOPRENE RING FLOW CONTROL ORIFICE PLATE DETAIL DATE NTS 0 APN I 259-130-82 RET. WALL PER-4 SORSO C-9 TW 266.0 I GEOTECH RECOMMENDATII it NTS A OH PERVIOUS PAVER DRIVEWA PER DETAIL THIS SHEE SECTION F-F NTS 10' MIN OPEN SPACE =� EASEMENT I LEGEND III 102 SUBDIVISION BOUNDARY - - III�I,, II II -�-- APPROX. LINE OF EX. GROUND ADJACENT PROPERTY LINE PROPOSED SETBACKS - 62'- CENTERLINE OF RIGHT-OF-WAY - IIIIII 6' MAX HT Pir EXISTING EASEMENT PER STRUCTLT SEE DETAIL 3 SHEET 5 EXISTING SPOT ELEVATION 100. 0 k SUSDRAIN FF 288.0 EXISTING CONTOUR- RECOMMENDA�I III- _ EXISTING WATER MAIN W I I I=I 11 II III EXISTING SEWER MAIN s lli III III PROPOSED TOP AND BOTTOM TW@FG 102.0 iii OF RETAINING WALL ONLY BW@ FG 100.0 SECTION B-B PROPOSED SPOT ELEVATION FS 100.0 APPROX. LINE OF-, F DRAINAGE DITCH PER Pk EX. GROUND SORSO D-75B APN - - 259-130-25 2.5' MAX EXPOSED HT - RET. WALL PER STRUCTURAL I T -TIT= SEE DETAIL 1 SHEET 5 III PERVIOUS CONCRETE III -III PER DETAIL THIS SHEET III ,- II = BYPASS FENCE PER OTHERS 1 1ECH 'I 1 GEO I RECTOMMEL�ATIONS SECTION D-D SWAL� PPRO I E OF �0000 00`< VARIES-�r-a`�o�o0go�0P9--� -� 3'-4' -zs" o o 0 0 -P - - �- CS- O O O 0--� - -�-��ZSV00g��0r O--c� -r OO- ts - 6... FORATED COBBLE STORMORAIN PIPE RIP -RAP IE 261.54 SPREADER COBBLE RIP -RAP SPREADER DETAIL DEEP-ROOTED DROUGHT TOLERANT PLANTS FOR WELL -DRAINED SOILS OR CITY APPROVED EQUIV. 24" BROOKS BOX W/ PUMP TG 2657 IL-1 I I ORIFICE FILE RESTRICTOR PLATE. 4" PERFORATED PIPE PERF• PIPE NETWORK TO HAVE ONE Y 1 POINT OF CONFECTION TO BOX 3" MIN AGGREGATE BELOW UNDEPORAIN VIA ORIFICE. * BIORETENTION 'ENGINEERED SOIL" LAYER SHALL BE MINIMUM 18" DEEP "SANELY LOAM" SOIL MIX WITH NO MORE THAN 5% CLAY CONTENT. THE MIX SHALL CONTAIN 65% SAND, 15% COMPOST OR HARDWOORD MULCH, AND 20% TOPSOIL, FREE OF STONES, STLMPS, ROOTS, OR SIMILAR OBJECTS, AND ALSO FREE OF NOXIOUS WEEDS. *M 3/4" CRUSHED ROCK LAYER SHALL BE A MINT" OF 13" BUT MAY BE DEEPENED TO INCREASE THE INFILTRATION AND STORAGE ABILITY OF THE DETAIL BIORETENTION DETAIL NTS BENCHMARK AS -BUILT APPROVALS T SCRIPTION.• STATION 'ENC 31" INT. DATE CATION: 2.5" BRASS DISK NW C019NER OIL DR4 IMSE PUBLIC WORKS BOX ON THE MORTH SIDE OF ENCINITAS BRIAN M. ARDOLINO DATE BLVR 700' EAST OF AESTLAKE ST FLAMBE CORD FROM: ROS 18416 FBVIEhER EVATION: 183.00 TUM: NA VD88 SENIOR ENGINEER DATE INSPECTOR NTS NV�EL�ATING MULCH 1= 5 RED SOIL _TE BELOW " GRAVEL OF 3/4" GRAVEL SEE NOTE BELOW NTS FENCE PER OTHERS MOD CONC HEADWALL INFILTRATION NOTE: CONTRACTOR TO VERIFY INFILTRATION OF BASIN AND TO NOTIFY ENGINEER OF WORK IF NOT DRAINING AS DESIGNED DATE: 8/31 /20 R.C.E. NO.: 71651 BRIAN MICHAEL ARDOLINO EXP.: 12-31-21 A X.LN EX. GROUND 0 HT Cl1?B �� PERVIOUS PAVER DRIVEWAY PER DETAIL THIS SHEET PROPOSED CONTOUR 100 PROPOSED BUILDING FOOTPRINT PROPOSED 4" PVC DRAINAGE PIPE -------------- PROPOSED 6" PVC DRAINAGE PIPE PROPOSED DRAINAGE DIRECTION PROPOSED DRAINAGE SWALE 1% MIN PROPOSED SORSO RETAINING WALL PROPOSED BUILDING RETAINING WALL OPEN SPACE PROPOSED RETAINING WALL PER STRUCTURAL EASEMENT PROPOSED RETAINING WALL PER ARCHITECTURAL PROPOSED PCC PAVING c MAX HT PET WALL SDRSD C-6 PROPOSED PERVIOUS PAVER BDRAIN PER PROPOSED BIORETENTION BASIN RECOMMENIDATIONS PROPOSED TURF BLOCK PER OTHERS PROPOSED ASPHALT SECTION E-E EX ASPHALT NTS PROPOSED FENCE PER ARCHITECT .......................... ABBREVIATIONS AB AGGREGATE BASE CITY APPROVED PAVER W/ MIN. AC ASPHALT CONCRETE 3/8" VOID BY ORCO AQUABRIC APPROX APPROXIMATE VOID FILLER - 1/8" TO 3/8" OR CITY APPROVED EQUIV BCR BEGIN CURB RETURN (NO.8) AGGREGATE IN VOIDS BW@FG BOTTOM OF WALL AT FINISH GRADE BEDDING COURSE - 2" THICK OF CL CENTER LINE 1/8" TO 3/8" (NO.8) AGGREGATE DW DOMESTIC WATER 6" X 16" PCC FLUSH ECR ENE CURE RETURN EE EMBEDMENT ELEVATION CURB OR DEEPENED G-1 CURB CHOKER COURSE - 4" THICK OF EL ELEVATION 3/8" TO 1/2" (N0.57) CRUSHED ROCK EX EXISTING MIN 6" THICK OF 3/4" FG FINISH SURFACE RO ND CRUSHED ROCK - REFER TO FYSB FRONT YARD SETBACK MANUACTURER'S SPECS. FL FLOWLINE FOR THICKNESS FOR HP HIGH POINT FIFE ATIDN - I III, III,, I LOADINGPAR PPLIBLE LF LINEAR FEET ,II SOIL SUBGRAOE NOTES: MAX MIN MAXIMUM MINIMUM - ALL AGGREGATE MUST BE CLEAN/WASHED AND FREE OF FINES (SAND, SILT, ETC.) PL PROPERTY LINE - THE PAVERS SHALL NOT BE SEALED ONCE THE VOID FILLER HAS BEEN ADDED PROP PUB PROPOSED PUBLIC - EACH COURSE SHALL BE VIBRATORY COREACTED BEFORE PLACEMENT OF NEXT COURSE PVT PRIVATE - NO IMPERVIOUS LINER OR FILTER FABRIC IS TO BE USED RIM RIM ELEVATION - SPECIAL APPROVAL REQUIRED FOR USE IN HIG L Y EXPANSIVE SOIL - SUBDRAIN MAY BE REQUIRED RYSB PEAR YARD SETBACK SD STORM DRAIN CONSTRUCTION NOTE.' SORSO SAN DIEGO REGIONAL STANDARD DRAWING - PAVERS TO BE COVERED AND PROTECTED OL49M CONSTRUCTION SF SQUARE FEET SS SANITARY SEWER PERVIOUS PAVER DETAIL TCsB SIDE R� SETBACK OF NTS TG TOP OF GRATE TW TOP OF WALL TWWG TOP OF WALL AT FINISH GRADE HOLD HARMLESS FOR DRAINAGE AGREEMENT RECORDED 2020 AS DOCUMENT NO.: 2020- OF 0. R. PER SORSO D-32 TOP 266.0 f� � - �, 1.3' --- -- _------------- - -- ____ B" CULVERT _--- ` 8" CULVERT IE 264.7 8 " CUL VERT IF 264.7 4.3' IE 264 7 - I 4.5' ---- ------ --_,--------- 4" PERFORATED -- ------ SUBDRAIN PIPE tom'• ---'------ 4" PERFORATED SUBDRAIN PIPE BIORETENTION BASIN SHEET PER DETAIL THIS MSEE SDRSD D-32 FOR DETAILS HEADWALL DETAIL TYP TYPICAL INSPECTION NOTE' SPECIAL INSPECTION OF ALL POST CONTRUCTION BMP PLANTERS, CLEANOUTS, ETC. BY THE ENGINEER OF RECORD OR ANOTHER LICENSED CIVIL ENGINEER REQUIRED AT THE FOLLOWING STAGES. PROGRESS PICTURES OF BMP PLANTERS CLEANOUTS, ETC. CONSTRUCTION SHALL BE TAKEN & PROVIDED TO THE CITY AT THE FOLLOWING STAGES: 1. PLANTER BMP WALL INSTALLATIONS 2. PLACEMENT OF PERFORATED PIPES RISER PIPES, OUTLET PIPES, ETC 3. PLACEMENT OF GRAVEL LAYERS 4. PLACEMENT OF ENGINEERED SOIL LAYERS 5. FINAL COMPLETED BASIN WITH VEGETATION ESTABLISHED SEE SPECIAL INPSECTION REPORT PREPARED BY PASCO LARET SUTTER & ASSOCIATES DATED ON FILE WITH ENGINEERING DIVISION No. 71651 Exp. 12/31/21 CIVIL & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 North Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 0 1'a 858.259.4812 1 2Ilsaengineering.com NTS ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. RECOMMENDED: APPROVED: GRADING PLAN FOR.' 309 PRINCEHOUSE LANE 4762-`71 Steve/Nowak, per,~eQ. �1. IAN MAHON & JESSICA PRIETTO STEVEN NOWAK EDWARD J. IMMER APN: 259-130-83 LDEV-011589-2020 SHEET 2 OF 5 DATE 9/15/20 DATE �jl/ Z,0 PLANNING CASE NO. 18-210 CDP PLSA 2931F 8/31/2020 MONUMENT NOTE;," / ll��� / THE CONTRACTORLS�AI� BE" RESPONSIBLE F(R AIRY MONUMENfATMN AI6/OR - 1 \ 12' PVT ROAD & ILITY EASEKNT \ �- \ \ \ \ \ \ \ \ / r I I I \ \ \ \\ \ \\ \ \ \ I I I I I I III \ I I �l BENCHMARKS WHICH WILL BE DISTURBED OR DESTROYED BY CONSTRUCTION. / PER DOC 2004-0575708 \ \ \ \ \ \ \ / I \ \ \ \ 1 \\ \ I I I \ \I SUCH POINTS SHALL BE REFERENCED AND REPLACED WITHi_APPROPRIATE \ REC 6121104 & PM 20996 \ 12''PVT ROAD & U ILITY\EA T \ fIORTION ASEMENT OUITCLA ( \ \ \ \ I I I I l FD 3/4" IP LS 26175 \ \ m \ I EX. AC PVT DWY PER 2004-057 07 & -D 9667195 \ PER 2019-0200454 vC_5/28 !9 / / ( `\ \ 1 \ \ \\ I \ I \ \\ 1 I I I I I I I I 1 \ \ 1 \ MONUMENTATION BY A/LICENSED LAND SURVEYOR OFi -REGISTERED CIVIL \ QQ�pC 77 2005 � \ - \ \ I \ I \ 1 I I I I ENGINEER AUTHORIZED TO 'PRACTICE LAND SURVEY, G`. A CORNER RECORD TO REMAIN REC 6g1/04 & 3/9105 \ \ \ \ / I \ I \ \ \ 1 \ \ \ I I I I I \ \1 OR RECORD OF SURVEY AS APPROPRIATE,, SHALL' FILED BY THE I - APN 21 \ / \ 1 I \ I I \ LICENSED LAND SURVE`�YOR OR THE RIST�FI€Dj IVIL ENG�NE�R_ds- / 1 '17 3�1 ' I \ ( \ \ \ \ \ I I I I I I I I I I I REQUIRED BY T ; L VEYOR BT / (FS 265.8 / (I 9.7I l l .�..�.I r r (Fs /�.4) / l l TN@FG 286.0 I / \ \ 1 I I \ I I 1 ► 1 1 i I i I I I % / 1 \ �Ll ' !rW@FG 265.3) I _ / (FS 272/.1J l / B#WG 2 .5 I I \ \ \ \ \ \ \ \ \ I I I I / / /- \ \ \ \ I \ \ / / / I I / / / / / �-IPLS BW@FG 265.3 - - - � RET. WALL � � � \ \ � 284� \ Fg 722 \ SEE DETAIL \ \ 1 7 - � TW@FG 266 / TG 70. - --5- 1 / / Tww6 283.o I " xq FEADWALL// I l I I I \ '-BW@FG 265.0) / > G 77.5 I o ( / W�SPACEI L�ASEMENT FOR STEEP SLOPES _ y / l / / - - - - - - - - 1 �, 11F� 2 27�J\ \ ti I / I / / BW@FG 283� I FG 283.5 \ I \ / // _ I // ( I 11 \I \ \\ \ \ \DqC 1�1?r-0371413 REC 6-26-12 _ - - - \ / / - - - - - / ao, G 1.0 G 2 .0 283 I - �1 I 1° °\ TW@FG 2879 \ \ BNWG -- \ EMERGENCY ^ Q o WALL /3. \\ \ I F'ER, ^ / ° / / SIRUCARALPER I I I\ \ 29 ° \ o \. \ 286�1 \ \ \ \ -- - - `� W�FG 2 7 B' ° \ RET-WALL SEE DETAIL 1� I I \ \ ° \ \ Tw@FG 73 -PER IF 27�7 5 BELOW GRADE ROOF DRAIN \ �G 217.2 �� W@Ffz_$B.�- - - - - TW@FG 294.8 '1 I SHEET 5 \ \ \ CONNECTION PER ARCH. �@FG 287.3 -r_744�_C- #6 _ - - - - - - _ _ _ _ - $ - - - - / 275.0 II TG\ 77'� \ CONTRACTOR TO TIE TO -- ---- ---- -� 28.6 \ \Iti@F6�293 - - - _ - - - -11�AX 4- - _ BW@FG 294.5 1 i l °°°°°°°° °°°°°°°°°°°°°°°° o OET. WALL PER \ -- ---- -- --- -- TG 288.1 TW@FG 290a2 = _ - - - - - - - - 293,E TWIG 2952 / TW 266.0 l f \ \ \ \ STORMDRAIN --- -\ IE 28�1 \ G 287.3 iw�@FG 293.5 I \STRUCTURAL Bw�EG .�87.4 Th�FG 29J3.1- - - - - TW@FG 264.7 \ I ( SSE DETAIL 1 \ '6 I \ v 292.7 1% MIN IE f�3 \ ���--E_ P,91 A - - � 287.5Bh�@E&287 3 �BW@F6 29� FS 288.0 FG 287.3 •���IE 290.9 (BW@FG 263.E \oTW@FG 275.0 / 2� SHEET 5 TW@FG28 0 \ g TW@FG 283.0a �(EX 283.6) XX 264.9)BW@FG 272.5 I - / ti e ( )BW@FG \ \ BW@FG 283.0 \ TG 28t-9 / n TW@FG _ 283.i \ ----- - _ -__ ----_ -___ -- --- - TG 287.2 "PVC 1 I I � `L o i RET. WALL FIf=R I ° / i �. ---L --- -- \ _� -_- - n STRUCTURAL/ l ro \ ° ra,\ ° - \f a ° / 7 / I------ \ - - -r--- 1 \ I SEE DETAIL 1 / BW@FG 275.0 �°'� \ ° . \ \ \ } 283� i \ FG �87.3 TG 7.1 (EX 293.0) CL2873' -- --- --- _ _ _ - _ = IE �85Z_ @ 3.4% l SHEET 5 i% MIN i� \ in n (EX 4) I - - - ---- - i ° _ / _ I FS 288.0 I IE 2a5.1 / 4" PERFORATED - ---- -- -- - -- -- - - ' A n I .9 / \ L\ FG 267.3 \ SUE PIPE ---- -- -- -- - - - �� o \ i TG 274.41 I \ - - 'V a \\ �� 9 i °° \ I I \ I FG 287.3 BI I �� 274 a II IE 271.8 \ \ a e i .3 I I I I I o/ \ A 9�\ FG 287.3 291: ii 1 RET. WALL PER I \ e I \ \ / I IE ,ii \ I BELOW GRADE W DRAIN I I B I BI 6 8 1 I I ° °°°°°° °°°°"° �� �p7g'� \ �° CTION PER ARCHITECT. 4.8' MAX HT RET WALL TAG SDRSD C-9 I 7 \ o `FG 275.0 FtET. WALL PER STRUCTURAL \ \ / ( T� \ \ 1 / !EX 6) a \ n MOD. CONC HEADWALL ° �` I a I \ �\ 11 COrIITR,4 TORT TIE TO STgRMDRAIN PER SDRSD C-6 / _ - �� - SEE DETAIL 1 SHEET 5 \ IE 275.1 I / I OI \ / PER SDRSD D- _ - II _ 1276.0 I \ °ib I I I / BELOW GRADE ROOF DRAIN I FG 288.1FG°�88. I ° °°°° ° °.°.° o °°°°° °° °°o° °° �`1 Th�FG ° ° I CONNECTION PER ARCH. TOP 266. 0 275.0 _ _. -I FG 276.8 �- # I I I \ / \ i _ _ /- I ( CONTRACTOR TO TIE TO BOT 261. I o ' =='TG 2�4 8 BFG 75.0 r - BW�FG / II 6" PVC @ 4% - °°°° °°°°°°°°°°°°°°° °°° I ° I I \ I 1 \ OF)A GARAG @ 3.4% 3A o II _ _ ° I ST IN ° I 1 3-8" CULVER o 4%\ `�� ii - _ 2A3° `\� \ POOL\ IE 264 7 " �\ET. WALL III __ I �\ \ \E��IIPMENT a. �i I 292.9) I \ I I I \ TW 266. oRUCTURAL� TG 274.4 \ \ I \ \ CSC 4 / i /°a° 6S 288.0 I \ I 1 I I\ \ FS 288.0 \ (EX 291.4I (E`X OJ 1 \ \ I FS 288.0 FG 21�7 3 (EX 292.0) (TW@FG 265. o SEE DETAIL 3 i FS 275.4 a` \ FG 127" 0 \ ° - n o \ / , \ I FIREP GE FS 297.B110\ n BW@FG 264. ° SHEET 5 I IE 27i.4 \ LAWN \ \ \ \ ° / ° ° \ I ° a . \a \ 287.8 o TW@FG 275.0 / 4 \ \ \ \ \ �.. ., '. \ \ \ \ a i ( ' ° ° J1 d a \ \ n . \ ° \ \ WATER \ ° 288.5 a . i I g II \ ° OW GRA) E ROOF ° FS 288/.0°=----- _ -- �_ - _=o-- \: ZI / o BW@FG 267.0 \ I I \\ \ \ I AIN CONNECTI \ \ 1. ° a 111RE l i \ \ a .° j PER ARCHITE \ \. \ `' 287 9 °j / ° ° I 4 ( 9 f: / TG ° . \ TG 287 4%� \ a CONTRACTOR \ a 6 ° O I I o F i \ \ Ea \ \1 Tg ISTORMDRAIN\ ig \ \ ° °° a MIND \ \ \ \ \ \ i COVERtDIGAME ROOM �I o W/ P 11 TG 274.4 \ \ i% MINI ° , ARTIAL�GREEN ROOF RET. WALL PER 11 I o STRUCTURAL IE 271.8 \ \ \ { \ \ Lq 1 \ F 5.67 TG 265.7 I SEE DETAIL 4 11 \�ri \ 4 r IE IN 262.03 6 ° SHEET 5 j 1 \ \° °c� 1\ APAD21�.0 a ° IE OUT 251.78 I 1, RESER SEPTIC ° TW 265.0 I I it PIT OTHERS R I �.� �n] (TW@FG 265.2) / BWG 266.0 it- 6" PVC @ 2% BW@FG 264.7W@FG 266.0 r I • - TO 274.7 LEVEL ° ° \ a \ \ BELOW GRADE °ROW1 \ \\ \ \\ \ \ \ \ -SINGLE FAMILY RESIDENCE FF 288.0 PAD 287.3 -/ / I I �1 •. I7NjyII ' i�4:+:n /1�II�i1ii11��• - ►, / •/. ►., I Y, FG 287 J•� I I • II r/• I ■ •: 4 � / e r • I . /Ill=■■==A Nmmmmmm BELOW MADE PDX • I m� ====I I DRAIN CONNECTION ' . �•••iII TO $TORMORAIN I, ■iiiDii■ .. BW@FG 284.6 d,�i 1•••••1■••, I1 ii►��■==III ►�•�•�•�•�•��■�•�•� ► I,,r,•;,„�r. 1il�i=ii=lli,�liC'�■\\lii■ki!!=iteaiEi. E�M■>IIIII ►�•�%•►•-•=••=-•%•••=••= •%••-•-••�'i.•=••=•y�� � , IAii1C`.3"`z' ► � _ . .. •• ROOF ., • CONNECTION BELOW► •I• I • • •�.• �� I • �' I PER ARCHITECT. BELOW GRADE ROOF DRAIN CONNECTION i iii■■y==1DRAIN CONNECTION PER ARCH. 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'•' :❖: ���■III====■■==�I===I�=i■k�==i.17wu'.'us..•►1===■■=i=■■1■i11�11=■■==�11�1===i1==i1=a■IGi N■l6110.1 {'A I� •�� �ww .. waf�==ICI■==�■��=�I�=I�w�rl■���www�� , I F _. ,,, • . mow=====���]=lif•=■■==��==w��t�. fa=�►w==�u■■■■=_ • ©� ; �, . , .I•: '. ., , _ wwrs�wlser�l��!we�w��w�ws�wwws�sa�wwl:���-wwr�wwwr_e��s�r_esv... ��se���l���l�l���l�e_-���I�-- � .• ,�° ►,���. - ���i=i■►iiii�i==■■illi■■�ir�il��l��!1��7��1�;■�������������I>c���l�����u_IEI✓-��■�la�efi���/�' _ , / ''� • _ I'tir , � n I ill Ste : Solana Beach, CA 92075 DESCRIPTION AS -BUILT APPROVALS ENGINEERING DIVISION APPROVALS - DESCRIPTION.- I 7 ®®PLANS PPEPAPED UNDEP SUPEPVISION OF RECOMMENDED APPROVED.* G- ■ PLAN FOR.' __ b13309 • . . . BLVU FI OF /' • r RECORD FROM.' ROS 18416 k dk,_ APN: 259-130-83 11 SENIOR ENGINEER DATE MuNymiMMM DATE 9115120 DA TE f I I CDP PLSA 2931F 8/31/2020 ADJACENT PROPERTY DISTURBANCE NOTE ALL THE WORK PROPOSED ON THIS PLAN IS ENTIRELY WITHIN THE APPLICANTS PROPERTY. IF ANY DISTURBANCE TO ADJACENT PROPERTIES IS ANTICIPATED AS A RESULT OF ANY PROPOSED WORK, A WRITTEN LETTER OF PERMISSION FROM THE ADJACENT PROPERTY OWNER MUST BE OBTAINED AND SUBMITTED TO THE CITY PRIOR TO START OF ANY SUCH WORK. ANY DISTURBANCE ON THE ADJACENT PRIVATE PROPERTY THAT HAS NOT BEEN PREVIOUSLY AUTHORIZED IN WRITING AND SUBMITTED TO THE CITY IS GROUNDS FOR A STOP -WORK TO BE ISSUED FOR THE PROJECT UNTIL THE REQUIRED PERMISSION IS OBTAINED. ADDITIONAL NOTES 1. EROSION CONTOL MEASURES (E.G. BONDED FIBER MATRIX, VEGETATIVE COVER, JUTE MATING) MUST BE IMPLEMENTED WHERE APPLICABLE TO PREVENT SOIL EROSION ON SITE. SEDIMENT CONTROL MEASURES (E.G. SILT FENCING, FIBER ROLLS, GRAVEL BAGS) MUST BE IN PLACE TO PREVENT ERODED SOIL FROM LEAVING SITE. MATERIALS MANAGEMENT BMP MUST ALSO BE FOLLOWED TO ENSURE NO CONTACT OF RAINWATER WITH MATERIALS THAT MAY CONTRIBUTE TO WATER QUALITY DEGRADATION DOWNSTREAM (E.G. CONCRETE OR STUCCO WASHOUT AREAS, COVERED STORAGE AREAS FOR HAZARDOUS MATERIALS PLACEMENT OF PORTABLE TOILETS OVER A PERVIOUS SURFACE. 2. NO DIRECTLY CONNECTED IMPERVIOUS AREAS (OCIA) SHALL BE ALLOWED. OCIA MEANS STORM RUNOFF GENERATED AND CONVEYED VIA IMPERVIOUS AREAS, SUCH AS ROOF, ROOF DRAIN, DRIVEWAY, AND STREET. 3. ALL PARCELS ARE SUBJECT TO ARCHITECTURAL DESIGN GUIDELINES FOR FUTURE SINGLE-FAMILY RESIDENTIAL DEVELOPMENT. THESE GUIDELINES ARE AVAILABLE AT CITY HALL (505 S. VULCAN AVE, ENCINITAS CA 92024) AND ARE APPROVED AS PER PC RES. 2006-27. DESIL TING NOTE.' THE PROPOSED AREAS DEDICATED FOR BIORETENTION BASINS SHALL BE USED AS DESILTING BASINS DURING CONSTRUCTION. DEVELOPWNT NOTE& 1. ALL EXISTING STRUCTURES ON SITE ARE TO BE DEMOLISHED UNLESS NOTED OTHERWISE. 2. EXISTING UTILITIES SHOWN PER BEST AVAILABLE RECORDS. ACTUAL FIELD CONDITIONS MAY VARY 3. "NO PARKING FIRE LANE" SIGNS SHALL BE INSTALLED PER DIRECTION OF THE ENCINITAS FIRE DEPARTMENT m—t►Rmo:*'���►�hZiP/:(,IUZ�1►��'�i��Ij������'�I�1:1�IL�h1�:IH:hIIL�1�1��� 5. ALL UNDOCUMENTED AND/OR UNSUITABLE FILL MATERIALS ACROSS THE ENTIRE PROJECT SITE SHALL BE REMOVED AND REPLACED TO THE SATISFACTION OF THE PROJECT SOILS ENGINEER AND CITY ENGINEER. 6. THE DEVELOPEMENT PROPOSES TO DISTURB APPROX. 44,567 SF OR 1.02 AC. 7. OFF -SITE PRIVATE ROAD IMPROVEMENTS TO BE COMPLETED BY OTHERS. B. NEW I" WATER METER FOR PROJECT TO BE INSTALLED OFF -SITE NEXT TO EX. FIRE HYDRANT IN FRONT OF 305 PRINCEHOUSE LANE. LOCATION AND INSTALLATION PER SAN DIEGUITO WATER DISTRICT AT OWNER'S EXPENSE. OWNER TO BE RESPONSIBLE FOR ROUTING WATER FROM METER TO PROJECT SITE. 9. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT, B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED, AND C. THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT. \\\111 / / / i / // / �❑'� — _� / I SILT FENCE PER SE-1 \1 — i / / \ \ I \ �� 1 1V1 V I \ \\ I I II I1 1 /////�❑/// /❑//� — - �& DETAIL THIS SHEET) I � � � � i I \ � I � I III I I 1 �I11\ ❑/ii // �// /�/ __ � _ ENTRANCE PER DETAIL THIS SHEET — I / � STABILIZED CONSTRUCTION L � _❑ � _ ❑ \ '•�°i'•�:•..:••'� _ � ���� � I �� � � I \ 1 II / /I I /I I � II I 1 I I II1� _ —// i //////�_� ///// /—_ � / V :•. ..•::•• � � � ��— �-- � / 1 / I � � 1 I I III / I 1 1 VA _/ / / ----- — 1 NA\ :_••••: i•;>i:'::'s :: %.'V 1 A rL I ty 83❑ \ ry'; :':•' a:.•, / o �/ / / / V I I V A A 2e ❑ ❑ ❑ \ GRAVEL BAGS AROUND - _ _ _ goo-_ INLETS PER SE-6 & DETAIL _—_----_—_—_—_—__—_—___--- ,...': THIS (TYP) _ — — — 11 i i / "'• ;'- .° a /�, I \\ )moo ) - -- - - - -- - -- ---- ----- ----- -= - -- w•. :. _> 27A \II 1 \ V 1 V vV�A�A 3 I I I I I \�9a, n �I--�---❑+�- I : ;.�_,;,':;::::�• \ \�f 1-41 \ GRAVEL BAGS AROUND INLETS PER SE-6 & DETAIL \ �I THIS SHEET (TYP) I \ \ _ N / Ili V 1 ❑ V 1 \ / \ n I / \ I 'n ---L- `. 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CONSTRUCT SEDIMENT BARRIER AND CHANNELIZE RUNOFF TO SEDIMENT TRAPPING DEVICE co No. 71651 Exp. 12/31/21 e❑CIvu & ASSOCIATES CIVIL ENGINEERING + LAND PLANNING + LAND SURVEYING 535 I\T®rth Highway 101, Ste A, Solana Beach, CA 92075 ph 858.259.8212 0 fa 858.259.4812 1 plsaengineering.com CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS UCJ I'RG DT: UI IHT OT: LI1ClRRG A oT: ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. DESCRIPTION.- STATION 'ENC 31" INT. DATE PLANS PREPARED UNDER SUPERVISION OF RECOMMENDED: APPROVED: GRADING PLAN FOR: LOCATION: 2.5" BRASS DISK NW 07CR OF DR41MGE PUBLIC WORKS BOX Q�70o EAST �r A S ENCINITAS �IAN M. ARDOLII� DATE FMB DATE: 8/31/20 Steve/Nowak, IAN MAHON & JESSICA PR ETTO 14762-Gi fioGve.�,al Q. ?�J,�.w.wr.� RECORD FROM: ROS 18416 R.C.E. NO.: 71651 STEVEN NOWAK EDWARD J. WIMMEP LDEV-011589-2020 ELEVATION: 183.00 REVIEKER BRIAN MICHAEL ARDOLINO 12-31-21 APN: 259-130-83 DATUM: NAVD88 SENIOR ENGINEER DATE INSPECTOR EXP.: DATE 9/15/20 DATE �jl/�fl2D PLANNING CASE NO: 18-210 CDP SHEET 4 OF 5 PLSA 2931F 8/31/2020 GENERAL NOTES 1. ALL CONSTRUCTION, INCLUDING MATERIAL AND WORKMANSHIP, SHALL CONFORM TO THE PROVISIONS OF THE 2016 EDITION OF THE "CALIFORNIA BUILDING CODE", AND STANDARDS REFERENCED THEREIN. 2. THE CONTRACTOR SHALL VERIFY ALL DIMENSIONS, ELEVATIONS AND SITE CONDITIONS BEFORE STARTING WORK. THE ARCHITECT SHALL IMMEDIATELY BE NOTIFIED IN WRITING, OF ANY DISCREPANCIES. 3. ALL OMISSIONS AND/OR CONFLICTS BETWEEN THE VARIOUS ELEMENTS OF THE WORKING DRAWINGS AND FIELD CONDITIONS SHALL BE BROUGHT TO THE ATTENTION OF, AND A SOLUTION GIVEN BY, THE ENGINEER BEFORE PROCEEDING WITH ANY WORK SO INVOLVED. 4. IF A SPECIFIC DETAIL IS NOT SHOWN FOR ANY PART OF THE WORK, THE CONSTRUCTION SHALL BE THE SAME AS FOR SIMILAR WORK. 5. WORKING DIMENSIONS SHALL NOT BE SCALED FROM PLANS, SECTIONS OR DETAILS ON THESE STRUCTURAL DRAWINGS. 6. EXPANSION INDEX HAS BEEN DETERMINED TO BE LESS THAN 20 AND NO SPECIAL DESIGN REQUIRED FOR STABILITY OF THE STRUCTURE DURING ALL PHASES OF CONSTRUCTION. FOUNDATIONS AND SOILS 1. AN EXPLORATION OF THE SOILS UNDERLYING THE SITE OF THIS PROJECT WAS MADE BY: VINJE & MIDDLETON ENGINEERING AND IS DESCRIBED IN A REPORT DATED: 9/5/18 WHICH IS ON FILE WITH THE ARCHITECT. THE CONTRACTOR SHOULD BECOME FAMILIAR WITH THE INFORMATION CONTAINED THEREIN, PRIOR TO COMMENCING ANY WORK. 2. BEFORE COMMENCING ANY EARTHWORK, THE CONTRACTOR SHALL VERIFY LOCATIONS OF ALL UNDERGROUND UTILITIES, VALVE PITS OR VAULTS AND SHALL NOT PERFORM ANY WORK THAT WILL DAMAGE OR INTERFERE WITH THE SERVICE OF SAME. 3. FOOTING EXCAVATIONS SHALL BE NEAT AND TRUE TO LINE, WITH ALL LOOSE MATERIAL AND STANDING WATER REMOVED BEFORE FOOTING CONCRETE IS PLACED. 4. EARTH FORMS MAY BE USED FOR FOOTINGS ONLY WHERE THE SOIL IS FIRM AND STABLE AND THE CONCRETE WILL NOT BE EXPOSED. 5. SOIL COMPACTION AND SITE PREPARATION SHALL BE IN ACCORDANCE WITH THE SOILS REPORT. ALL SOILS SITE WORK SHALL BE DONE UNDER THE DIRECT SUPERVISION OF THE SOILS ENGINEER. 6. EXPANSION INDEX HAS BEEN DETERMINED TO BE LOW AND NO SPECIAL DESIGN RECOMMENDATIONS ARE REQUIRED. 7. PRIOR TO THE CONTRACTOR REQUESTING A BUILDING DEPARTMENT FOUNDATION INSPECTION, THE SOILS ENGINEER SHALL ADVISE THE BUILDING OFFICIAL IN WRITING THAT: A. THE BUILDING PAD WAS PREPARED IN ACCORDANCE WITH THE SOILS REPORT. B. THE UTILITY TRENCHES HAVE BEEN PROPERLY BACKFILLED AND COMPACTED. C. THE FOUNDATION EXCAVATIONS, THE SOILS EXPANSIVE CHARACTERISTICS AND BEARING CAPACITY CONFORM TO THE SOILS REPORT. 8. FOUNDATIONS SUPPORTING WOOD SHALL EXTEND AT LEAST 8" ABOVE THE ADJACENT FINISH GRADE PROVIDE 18" CLEARANCE UNDER WOOD JOISTS AND 12" CLEARANCE UNDER WOOD GIRDERS. 9. SOILS INSPECTIONS BY THE SOILS ENGINEER OF RECORD SHALL BE PERFORMED TO: 1. VERIFY SOIL CONDITIONS ARE SUBSTANTIALLY IN CONFORMANCE WITH THE SOIL INVESTIGATION REPORT. 2. VERIFY THAT FOUNDATION EXCAVATIONS EXTEND TO PROPER DEPTH AND BEARING STRATA. 3. PROVIDE SOIL COMPACTION TEST RESULTS, DEPTH OF FILL, RELATIVE DENSITY, BEARING VALUES. REINFORCED CONCRETE 1. THE MINIMUM 28-DAY CYLINDER COMPRESSIVE STRENGTHS SHALL BE 2500 PSI FOR ALL CONCRETE. WATER TO CEMENTITIOUS MATERIALS RATIO SHALL BE 0.5 MAX. 2. PORTLAND CEMENT SHALL CONFORM TO ASTM C150, TYPE I OR II. 3. AGGREGATES FOR NORMAL WEIGHT CONCRETE SHALL CONFORM TO ASTM C33. 4. ADMIXTURES SHALL CONFORM TO ASTM A494 AND SHALL NOT BE CONSIDERED TO REDUCE THE SPECIFIED MINIMUM CEMENT CONTENT. 5. READY -MIX CONCRETE SHALL BE MIXED AND DELIVERED IN ACCORDANCE WITH ASTM C94. 6. ALL VERTICAL SURFACES OF CONCRETE ABOVE FINISHED GRADE SHALL BE FORMED. 7. TYPICAL EMBEDMENT OF 5/8" DIAMETER ANCHOR BOLTS SHALL BE 7". 8. TYPICAL ANCHOR BOLTS FOR HOLDOWNS SHALL BEBE TIED IN PLACE PRIOR TO FOUNDATION INSPECTIONS. 9. THIS DESIGN ASSUMES THE SOILS TO HAVE NEGLIGIBLE SULFATE CONTENT. IF SULFATE CONTENT IS BELIEVED TO BE MODERATE OR WORSE, THE ENGINEER SHALL BE CONTACTED IMMEDIATELY FOR REVISED CONCRETE SPECIFICATIONS. REINFORCING STEEL 1. BAR REINFORCEMENT SHALL CONFORM TO GRADE 60 OF ASTM A615,INCLUDING SUPPLEMENT S1. ALL REINFORCEMENT TO BE WELDED SHALL CONFORM TO ASTM A706. 2. DETAILS OF REINFORCEMENT SHALL BE IN ACCORDANCE WITH CHAPTER 7 OF THE AMERICAN CONCRETE INSTITUTE (ACI) 318, U.O.N. 3. BAR SUPPORTS SHALL BE PROVIDED IN ACCORDANCE WITH THE PROVISIONS OF "BAR SUPPORT SPECIFICATIONS" AS CONTAINED IN THE OF THE "MANUAL OF STANDARD PRACTICE" BY THE CONCRETE REINFORCING STEEL INSTITUTE (CRSI). 4. REINFORCING STEEL DETAILING, BENDING AND PLACING SHALL BE IN ACCORDANCE WITH THE CONCRETE REINFORCING STEEL INSTITUTE "MANUAL OF STANDARD PRACTICE". 5. ALL REINFORCEMENT SHALL BE SECURELY TIED IN PLACE BEFORE PLACING CONCRETE OR GROUT. 6. WELDING OF CROSSING BARS AND TACK WELDING OF REINFORCEMENT SHALL NOT BE PERMITTED. CONCRETE BLOCK/UNIT MASONRY 1. ALL CONCRETE MASONRY UNITS SHALL CONFORM TO ASTM C90, TYPE I, MEDIUM WEIGHT, COMPRESSIVE STRENGTH OF UNITS SHALL BE AT LEAST 1900 PSI. DESIGN fm = 1,500 PSI. SINGLE OR DOUBLE OPEN END UNITS SHALL BE USED ON ALL SOLID GROUTED WALLS. 2. MORTAR SHALL BE TYPE "S" PORTLAND CEMENT/LIME OR MORTAR CEMENT, CONFORMING TO IBC TABLE NO. 2103.8 AND ATTAINING A MINIMUM COMPRESSIVE STRENGTH OF 1800 PSI PRIOR TO BACKFILLING BEHIND WALLS. PLASTIC AND MASONRY CEMENTS ARE NOT ACCEPTABLE. 3. GROUT SHALL ATTAIN A MINIMUM COMPRESSIVE STRENGTH OF 2000 PSI PRIOR TO BACKFILLING BEHIND WALLS AND BE IN CONFORMANCE WITH IBC SECTION 2103.12 AND SHALL CONTAIN A WATER REDUCING ADMIXTURE. 4. ALL REINFORCEMENT SHALL CONFORM TO GRADE 60 OF ASTM A615,INCLUDING SUPPLEMENT S1. 5. VERTICAL REINFORCEMENT SHALL BE TIED OR OTHERWISE FIXED IN POSITION AT THE TOP AND BOTTOM AND AT INTERMEDIATE LOCATIONS. 6. VERTICAL REINFORCEMENT IN WALLS, PILASTERS, ETC., SHALL BE DOWELED TO THE FOOTINGS WITH DOWELS THE SAME SIZE AND SPACING AS THE VERTICAL REINFORCEMENT. 7. ELECTRICAL CONDUIT SHALL NOT BE PLACED IN THE SAME CELL AS REINFORCEMENT UNLESS APPROVED BY THE ENGINEER. 8. OVERHANGING MORTAR AND MORTAR DROPPINGS AND ALL DEBRIS SHALL BE REMOVED FROM ALL CELLS TO RECEIVE GROUT. 9. PROVIDE INSPECTION AND CLEAN -OUT HOLES AT THE BASES OF VERTICAL CELLS HAVING GROUT LIFTS WHICH ARE MORE THAN 4'-0" IN HEIGHT. 10. SOLID GROUT ALL MASONRY CELLS. 11. WHEN GROUTING IS STOPPED FOR ONE HOUR OR MORE, HORIZONTAL CONSTRUCTION JOINTS SHALL BE FORMED BY STOPPING THE POUR OF GROUT 1-1/2" BELOW THE TOP OF THE UPPERMOST UNIT. 12. GROUT SHALL BE CONSOLIDATED IN LIFTS WITH A MECHANICAL VIBRATOR. STRUCTURAL SPECIAL INSPECTION REPORT PREPARED BY DATED __________ ON FILE WITH ENGINEERING DIVISION. NOTE: OPTION TO CMU IS GONG. 04 16" VERT. (04 24" 9 H=(0'-o" MAX.) 04 10 24" HOR. 3' -0.. (2'-6" 16) H=6'-m" MAX.) STRUCTURAL REVIEW PERFORMED BY ESGIL, A SAFEBUILT COMPANY, AS PLAN CHECK 2020---------- DATED SEPTEMBER 25,2020 plan check LDEV-011589-2020e 5 $5 4 3-0, COI sl ATE„ RETAING NALL H = S' MAX, I O A(3 I-TE„ IRETA ING NALL H = 9' M�4X. A, ( � NOTE: I. OPTION TO CMU 2" IS CONG. CLR. 2. FENCE WITH METAL POSTS EMSEDED INTO STEM IS OK WHERE REOID BY ARCHITECT. (TYP. 0 ALL WALLS) NOTE: OPTION TO CMU IS CONC. a Q d Od d .. d Q a a 2-04 a d O CONT. a 05�16" a Moroi AA - I-" HOR. 3ROUTED F..916" 'ACE PROOFING �IAGE SY i "4-a24" 2-04 CONT_ =.4I #5 VERT. a 16" SACK FACE ICI=�I 8" CMU SOLID GROUTED 2'-0" I. 1'-011 1*4 HOR. a 16" 05 VERT. -a 16" SACK FACE WATER PROOFING; 3 DRAINAGE 5Y OTHERS m u Im 2 CHANGE NO. DESCRIPTION APPROVED DATE BENCHMARK AS -BUILT APPROVALS DLJITDM D I DI�Fi W IV D I l flLlTDM D I ENGINEERING DIVISION APPROVALS CITY OF ENCINITAS - DEVELOPMENT SERVICES DEPARTMENT DRAWING NO. TDM LBD TDM Revise Ret. Wall Detail Qo ����6/Zo DESCRIPTION. STATION ENC-31 LOCATION 2.5' BRASS DISK NW CORNER OF DRAINAGE BOX ON THE NORTH SIDE OF INT, DATE PANS PREPARED UNDER SUPERVISI❑N OF DATE: 8/28/20 R,S.E, N❑,: 4096 v' _1 T❑D MARTIN EXP.: 09-30-2020 RECOMMENDED: APPR❑VED1 Steve/Nowak, ev4,maY. w"." STEVEN N❑WAK EDWARD J, WIMMER CITY ENGINEER 9/15/20 9Aym DATE DATE GRADING PLAN FOR: 309 PRINCEHOUSE LANE IAN MAHON & JESSICA PRIETTO APN: 259-'130-83 PLANNING CASE NO: 18-210 CDP ��±± 14762-V LDEV-011589 2020 UBLIC WORK ENCINITAS BLVD, 700' EAST OF WESTLAKE ST BRIAN M. ARDOLIN❑ DATE PLANNING RECORD FROM ROS 18416 ELEVATION 183,00' DATUM; NAVD88 REVIEWER SENI❑R ENGINEER DATE INSPECTOR HEET 5 of 5 LS